Question
In: Civil Engineering
Determine the Terzaghi’s Bearing Capacity of a square footing 2.25x2.25m located at a depth of 1.24...
Determine the Terzaghi’s Bearing Capacity of a square footing 2.25x2.25m located at a depth of 1.24 m in a sandrock for which c = 0 and Ф = 360. The unit weight of the sandrock above the water table is 17.17 kN/m³; the saturated unit weight is 19.37 kN/m³.
Terzaghi’s Bearing Capacity Factors—Nc=63.53 , Nq=47.16 , and Ny= 54.36
3.1.The water table is at the surface
3.2.The water table is at 1.10m from the surface
3.3.The water table is at 1.55m from the surface
3.4.The water table is at 3.10m from the surface
3.5.The water table is at 4.50m from the surface
Solutions
Ally Wells answered 6 months agoRelated Solutions
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500 mm thick square footing is to be placed at a depth of 0.5 m in...
500 mm thick square footing is to be placed at a depth of 0.5 m
in a clayey sand where c¢ = 10 kPa, f¢ = 34°, g = 19.0 kN/m3. The
column load to be applied on the footing is 2000 kN. What should be
the width of the footing? please show each steps with how you
solved to obtain value of B
500 mm thick square footing is to be placed at a depth of 0.5 m in...
500 mm thick square footing is to be placed at a depth of 0.5 m
in a clayey sand where c¢ = 10 kPa, f¢ =
34°, g = 19.0 kN/m3. The column load to be
applied on the footing is 2000 kN. What should be the width of the
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A footing of size 1.5×2 m is located at depth 1.2 m on a soil with...
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Soil A has H= 1.8m ɣ=15KN/m3, C=35
KN/m2, ɸ= 25, and e= 0.42.
Soil B has H= 3.0m ɣ=16KN/m3, C=45
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Before the foundation was laid compaction was done on
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water content 11% and e=0.26.
Soil B has ɣmax=20KN/m3, optimum
water content 13%...
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